NORSOK STANDARD MATERIAL DATA SHEETS FOR STRUCTURAL STEEL M-120 Rev. 3, Dec. 2000 This NORSOK standard is developed by NTS with broad industry participation. Please note that whilst every effort has been made to ensure the accuracy of this standard, neither OLF nor TBL or any of their members will assume liability for any use thereof. NTS is responsible for the administration and publication of this standard. Norwegian Technology Center Oscarsgt. 20, Postbox 7072 Majorstua N-0306 Oslo, NORWAY Telephone: + 47 22 59 01 00 Fax: + 47 22 59 01 29 Email: norsok@nts.no Website: http://www.nts.no/norsok Copyrights reserved Material Data Sheets for Structural Steel M-120 Rev. 3, Dec. 2000 CONTENTS FOREWORD INTRODUCTION 2 2 1 SCOPE 3 2 NORMATIVE REFERENCES 3 3 ABBREVIATIONS 3 4 COLLECTION OF MATERIAL DATA SHEETS 4.1 General 4.2 Selection Criteria 3 3 3 NORSOK Standard Page 1 of 4 Material Data Sheets for Structural Steel M-120 Rev. 3, Dec. 2000 FOREWORD NORSOK (The competitive standing of the Norwegian offshore sector) is the industry initiative to add value, reduce cost and lead time and eliminate unnecessary activities in offshore field developments and operations. The NORSOK standards are developed by the Norwegian petroleum industry as a part of the NORSOK initiative and supported by OLF (The Norwegian Oil Industry Association) and TBL (Federation of Norwegian Manufacturing Industries). NORSOK standards are administered and issued by NTS (Norwegian Technology Center). The purpose of NORSOK standards is to contribute to meet the NORSOK goals, e.g. to develop standards that ensure adequate safety, value adding and cost effectiveness and thus are used in existing and future petroleum industry developments. The NORSOK standards make extensive references to international standards. Where relevant, the contents of a NORSOK standard will be used to provide input to the international standardisation process. Subject to implementation into international standards, the NORSOK standard will be withdrawn. INTRODUCTION This standard was previously numbered M-CR-120. The reference document for grade specifications is the October 2000 edition of prEN 10225 (Final draft). The main changes in Rev. 3 are as follows: (not marked) For MDS’s: - New grade designation for all MDS’s refering to prEN 10225 - Y01 revised - Y02 and Y03 deleted (included in Y01) - Y05, Y06, Y07, Y08, Y15, Y 16, Y28 and Y70 added Note: It should be observed that the requirement to fabrication tolerances in M-101 may be more strict than the manufacturing tolerances for steel products according to this standard. NORSOK Standard Page 2 of 4 Material Data Sheets for Structural Steel 1 M-120 Rev. 3, Dec. 2000 SCOPE This standard includes a collection of Material Data Sheets (MDS) applicable to selected material standards and grades for use in steel structures. 2 NORMATIVE REFERENCES The following standards include provisions which, through reference in this text, constitute provisions of this NORSOK standard. Latest issue of the references shall be used unless otherwise agreed. Other recognized standards may be used provided it can be shown that they meet or exceed the requirements of the standards referenced below. Normative references are given in the individual data sheets. The reference document for grade specifications is the October 2000-edition of prEN 10225 (Final draft). 3 CTOD DFT MDS PWHT 4 ABBREVIATIONS Crack Tip Opening Displacement Dry Film Thickness Material Data Sheet Post Weld Heat Treatment COLLECTION OF MATERIAL DATA SHEETS 4.1 General The materials shall be delivered in accordance with the standard referred to in the MDS. In addition the MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Ref. also Note in the introduction. The material selection menu for the actual strength levels and grades is shown in table 1. All listed MDS’ are enclosed. 4.2 Selection Criteria The number of steel grades used in a project should be limited to the practical minimum. An evaluation should be carried out to determine the optimum grades. NORSOK Standard Page 3 of 4 Material Data Sheets for Structural Steel Table 1: MD S No. Rev. No. Standard EN 10025 Y01 3 EN 10210 EN 10219 M-120 Rev. 3, Dec. 2000 Material Data Sheets for Structural Steel Steel Grade S235JRG2 S275JR S355J0 S235JRH S275J0H S355J0H S235JRH S275J0H S355J2H Product Type Steel Qualit y Level Plates and Sections IV Hot finished tubulars IV Cold formed tubulars IV Former designation Y05 Y06 Y07 Y08 1 1 1 1 EN 10113 prEN10225 EN 10210 EN 10219 S355NL/ML S355G1+N S355/NH S355MLH Plates and sections Hot finished tubulars Hot finished tubulars Cold formed tubulars III III III III Y15 Y16 1 1 EN 10113 EN 10219 S420NL/ML S420MLH Plates and sections Cold formed tubulars III III Y20 Y21 Y22 Y25 Y26 Y27 Y28 3 3 3 3 3 3 1 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 S355G10+N/G10+M S355G12+N/G12+M S355G15+Q/G15+N S355G9+N/G9+M S355G11+N/G11+M S355G14+Q/G14+N S355G13+N Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Welded Tubulars I I I II II II II S355N4z/M4z S355N3z/M3z S355Q3z/N3z S355N4/M4 S355N3/M3 S355Q3/N3 Y30 Y31 Y32 Y35 Y36 Y37 3 3 3 3 3 3 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 S420G2+Q/G2+M S420G4+M S420G6+Q(mod) S420G1+Q/G1+M S420G3+M S420G6+Q Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars I I I II II II S420Q3z/M3z S420M3z S420Q3 (z mod) S420Q3/M3 S420M3 S420Q3 Y40 Y41 Y42 Y45 Y46 Y47 3 3 3 3 3 3 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 S460G2+Q/G2+M S460G4+M S460G6+Q (mod) S460G1+Q/G1+M S460G3+M S460G6+Q Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars I I I II II II S460Q3z/M3z S460M3z S460Q3 (z mod) S460Q3/M3 S460M3 S460Q3 Y50 Y51 Y52 Y55 Y56 Y57 3 3 3 3 3 3 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 prEN 10225 S500G2+Q/G2+M 1) S500G4+M 1) S500G6+Q (mod) 1) S500G1+Q/G1+M 1) S500G3+M 1) S500G6+Q 1) Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars I I I II II II S500Q3z/M3z 1) S500M3z 1) S500Q3 (z mod) 1) S500Q3/M3 1) S500M3 1) S500Q3 1) Y70 1 prEN 10225 S690+Q 1) Plates I Note 1): This steel grade designation is not included in prEN 10225. All references in the MDS are to the relevant material standard unless otherwise specified. NORSOK Standard Page 4 of 4 MATERIAL DATA SHEET MDS - Y01 Rev.3 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE S235JRG2 S275JR S355J0 S235JRH S275J0H S355J0H S235JRH S275J0H S355J2H Plates and sections EN 10025 Hot finished tubulars EN 10210 Cold formed tubulars EN 10219 SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm. STEEL GRADE The grades listed represent the minimum requirements for Y01. Other “higher” grades from the referred standards are acceptable as substitutes. QUALIFICATION HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION For steel grade S235JRG2 the steel shall comply with type “FN”, ref. option 3. TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 2.2 or higher. For EN 10219 S355J2H Type 3.1B or higher. MATERIAL DATA SHEET MDS - Y05 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE Plates, sections EN 10113 S355NL S355ML SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 3.1B. MATERIAL DATA SHEET MDS - Y06 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE Hot finished tubulars seamless or welded prEN 10 225 Oct.00 S355G1+N SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 3.1B. MATERIAL DATA SHEET MDS - Y07 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE Hot finished tubulars seamless or welded EN 10 210-1 S355NH SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION CEV max 0.43 for all thicknesses TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 3.1B. MATERIAL DATA SHEET MDS - Y08 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE Cold formed tubulars EN 10 219-1 S355MLH SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION S max 0,015 P max 0,025 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 3.1B. MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD Plates, sections EN 10113 SCOPE MDS - Y15 Rev. 1 GRADE S420NL S420ML This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. EN 10 204 Type 3.1B. MATERIAL DATA SHEET MDS - Y16 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE Cold formed tubulars EN 10 219-1 S420MLH SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 16 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING/ IMPACT TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION S max 0,015 P max 0,025 CEV max 0,39 The Charpy V-value to be min 50 J The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. MARKING CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y20 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Plates prEN 10225, Oct. 00 S355G10+N/G10+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Quenched and Tempered is also accepted. Option 6 TENSILE TESTING EXTENT OF TESTING Option 13 DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. MARKING Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y21 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S355G12+N/G12+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) Option 13 Option 21, Class 21 SURFACE PROTECTION All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. MARKING Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y22 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S355G15+Q/G15+N (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for tube thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 The chemical composition in Table 10 shall be modified as follows: Cmax : 0.16% (option 7) TENSILE TESTING EXTENT OF TESTING Option 13 DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 22. MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y25 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S355G9+N/G9+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Quenched and Tempered is also accepted. Option 6. TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. MARKING Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y26 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S355G11+N/G11+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y27 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S355G14+Q/G14+N (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 The chemical composition in Table 10 shall be modified as follows: Cmax : 0.16% (option 7) TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y28 Rev. TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD Welded tubulars (Welded hollow sections) prEN 10225, Oct.00 S355G13+N SCOPE This MDS is applicable for high frequency electric resistance welded hollow sections up to and including 20 mm thick. This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Establishment of WPS, qualification of welding procedures and qualification of welding operators shall be in accordance with the NORSOK standard M-101, " Structural Steel Fabrication". With regard to charpy impact testing the following modifications to M-101 shall apply: - Test temperature: -40ºC - Notch positions: Fusion Line (FL), FL+2 mm, FL+5 mm - Minimum average energy value: 36 J - Minimum individual energy value: 26 J Qualified thickness range shall be in accordance with EN 288-3,Table 5 QUALIFICATIONS GRADE Base material information, with typical results from chemical composition and mechanical testing, shall be submitted with the bid/ be established prior to delivery. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) MARKING In accordance with section 8.4.3.3 of the standard, modified as follows: - Thickness equal to and above 10 mm: prEN 10246-8/U4 - Thickness less than 10 mm: prEN 10246-3/E4 or prEN 10246-8/U4 All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B SURFACE PROTECTION NORSOK Standard MATERIAL DATA SHEET MDS - Y30 Rev. 3 TYPE OF MATERIAL: Structural Steel, with documented through thickness properties PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S420G2+Q/G2+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 and 9 Mechanical properties given in Table 5b shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) Option 13 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y31 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S420G4+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. Quenched and Tempered and Normalised may also be accepted. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) EXTENT OF TESTING Option 13 DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 21, Class 21 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y32 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S420G6+Q(mod) (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. Normalised may also be accepted. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) EXTENT OF TESTING Option 13 DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 22 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y35 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S420G1+Q/G1+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 and 9 Mechanical properties given in Table 5b shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y36 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S420G3+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. Quenched and Tempered and Normalised may also be accepted HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y37 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Seamless tubulars (Seamless hollow sections) prEN 10225, Oct.00 S420G6+Q SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Normalised may also be accepted. TENSILE TESTING Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) Option 6 EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall SURFACE PROTECTION comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. MARKING CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y40 Rev. 3 TYPE OF MATERIAL: Structural Steel, with documented through thickness properties PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S460G2+Q/G2+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 and 9 Mechanical properties given in Table 5C shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) Option 13 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y41 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S460G4+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. Quenched and Tempered may also be accepted. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) Option 13 Option 21, Class 22 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y42 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S460G6+Q(mod) (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) Option 13 Option 22 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y45 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S460G1+Q/G1+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9. TENSILE TESTING Mechanical properties given in Table 5C shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y46 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S460G3+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. Quenched and Tempered may also be accepted HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y47 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Seamless tubulars (Seamless hollow sections) prEN 10225, Oct.00 S460G6+Q SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 Mechanical properties shall be modified as follows: Yield Strength (min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall SURFACE PROTECTION comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. MARKING CERTIFICATE EN 10 204 Type 3.1B NORSOK Standard MATERIAL DATA SHEET MDS - Y50 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S500G2+Q/G2+M1) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE Grade S460G2+Q/G2+M shall be modified to Grade S500G2+Q/G2+M as specified by this MDS. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 and 9 Ni content may be raised to max 1,0% Mechanical properties given in Table 5c for Grade S460G2+Q/S460G2+M shall be modified as follows: Yield Strength (min.) : 500 - 580 MPa (thicknesses < 75 mm) Tensile Strength : 600-750 MPa (thicknesses < 75 mm) Option 13 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. NORSOK Standard MATERIAL DATA SHEET MDS - Y51 Rev. 3 TYPE OF MATERIAL: Structural Steel with documented through thickness properties PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S500G4+M1) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE QUALIFICATIONS Grade S460G4+M shall be modified to Grade S500G4+M as specified by this MDS. Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Quenched and Tempered may also be accepted Option 6 and 9 Mechanical properties given in Table 7 for Grade S460G4+M shall be modified as follows: Yield Strength (min.) : 500 MPa (thicknesses < 40 mm) Tensile Strength : 600-750 MPa (thicknesses < 40 mm) Option 13 Option 21, Class 22 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. NORSOK Standard MATERIAL DATA SHEET MDS - Y52 Rev. 3 TYPE OF MATERIAL: Structural Steel, with documented through thickness properties PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S500G6+Q(mod)1) (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE Grade S460G6+Q(mod) shall be modified to Grade S500G6+Q(mod) as specified by this MDS. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 11 for Grade S460G6+Q shall be modified as follows: Yield Strength (min.) : 500 MPa (thicknesses < 40 mm) Tensile Strength : 600-750 MPa (thicknesses < 40 mm) Option 13 Option 22 MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. NORSOK Standard MATERIAL DATA SHEET MDS - Y55 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Plates prEN 10225, Oct.00 S500G1+Q/G1+M1) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE Grade S460G1+Q/G1+M shall be modified to Grade S500G1+Q/G1+M as specified by this MDS. QUALIFICATIONS Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 and 9 Ni content may be raised to max 1,0%. Mechanical properties given in Table 5c for Grade S460G1+Q/S460G1+M shall be modified as follows: Yield Strength (min.) : 500 - 580 MPa (t < 75 mm) Tensile Strength : 600-750 MPa (t < 75 mm) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. NORSOK Standard MATERIAL DATA SHEET MDS - Y56 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Rolled Sections prEN 10225, Oct.00 S500G3+M SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE QUALIFICATIONS Grade S460G3+M shall be modified to Grade S500G3+M as specified by this MDS. Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Quenched and Tempered may also be accepted TENSILE TESTING Mechanical properties given in Table 7 for Grade S460G3+M shall be modified as follows: Yield Strength (min.) : 500 MPa (thicknesses < 40 mm) Tensile Strength : 600-750 MPa (thicknesses < 40 mm) Option 6 and 9 EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. NORSOK Standard MATERIAL DATA SHEET MDS - Y57 Rev. 3 TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE Seamless tubulars prEN 10225, Oct.00 S500G6+Q1) (Seamless hollow sections) SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. STEEL GRADE QUALIFICATIONS Grade S460G6+Q shall be modified to Grade S500G6+Q as specified by this MDS. Base material information, shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. option 12), typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. CTOD testing shall only be included for thickness above 25 mm and shall meet a requirement of min. 0,25 mm in as welded condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING Mechanical properties given in Table 11 for Grade S460G6+Q shall be modified as follows: Yield Strength (min.) : 500 MPa (thicknesses < 40 mm) Tensile Strength : 600-750 MPa (thicknesses < 40 mm) EXTENT OF TESTING DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Unique marking as defined in the purchase order. CERTIFICATE EN 10 204 Type 3.1B 1) Note. This steel grade is not included in prEN 10225. MATERIAL DATA SHEET MDS - Y70 Rev. 1 TYPE OF MATERIAL: Structural Steel, PRODUCT STANDARD GRADE plates prEN 10225, Oct.00, general and refered clauses for group 3 material apply S690Q SCOPE This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information, shall be submitted with the bid/ be established prior to delivery. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. option 12), typical tensile test results for plates, Tekken-test and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t < 40mm 40<t < 63mm 63<t < 100mm 100<t < 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the thickest material in the range shall be tested. The results from PWHT condition shall also meet the specified requirements. The following additional procedure requirements apply: Dehydrogenation shall be performed prior to CTOD testing. Heat input to be 0,7 and 2,5 kJ/mm for SMAW and SAW respectively. For other processes heat input shall be agreed. The following additional requirements apply: CTOD testing shall be included and shall meet a requirement of min. 0,25 mm in as welded condition, and min 0,20 in PWHT condition unless lower values have been accepted by the purchaser. The minimum average and individual Charpy values at -40oC in strain aged condition shall be 70J and 44J respectively The maximum hardness in HAZ shall be 400 HV10. Quenched and tempered Se page 2 Re: min 690 MPa and max 780 MPa for thicknesses <80 mm Re/Rm ratio: max 0,95 for 40 ≤ t ≤ 80 and 0,96 for t<40 IMPACT TESTING Charpy V: Average min 100J at - 40oC in transverse direction. Min single value 70% EXTENT OF TESTING Option 13 DIMENSIONS / TOLERANCES NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION All surfaces shall receive a preliminary protective coat. Blast cleaning shall comply with ISO 8501-1 Sa 21/2 and the surface shall remain at Sa 21/2 until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns Unique marking as defined in the purchase order EN 10 204 Type 3.1B MARKING CERTIFICATE Note: Other requirements may be accepted based on special design evaluation. MDS Y70 - Chemical composition Elements C Si Mn P S Ni Cr Mo Cu Al - tot. N V Nb Ti B min 0,20 0,90 0,80 N.i.a N.i.a. N.i.a. CEV Pcm t < 80 mm max 0,16 0,40 1,0 0,015 0,005 1,0 0,65 0,50 0,40 0,08 0,009 0,060 0,02 0,02 0,003 0,66 0,32 N.i.a.: Not intentionally added Other systems of chemical composition may be accepted after special agreement.
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